Drawings - 3p5-8.pdf

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795

PROJECT

T T

L B v

T H

I S

L

N

E

S

N

C H

O

N G

W

H E

N

P

R I N

T E

D

T

O

F

U L L

S

C A

L E

851 E 5TH STREET

RIFLE, CO 81650

152732.00

2545c - JVA

February 1, 2017

SVCLC AT RIFLE

RESIDENT

SAFETY &

ACCESSIBILITY

IMPROVEMENTS

100%

CONSTRUCTION

DOCUMENTS

DESCRIPTION DATE

RMM - JVA

JVA, Incorporated 817 Colorado Ave, Suite 301 Glenwood Springs, CO 81601

Phone: 970.404.3100 www.jvajva.com E-mail: info@jvajva.com

CONSULTING ENGINEERS

A

M K c C

V C

C

R i f l e D r a w i n g s c C

D d w g

SITE DETAILS

CD2.0

Flow Pan

Edge of Landscaping

Rock Retaining Wall

Steel Handrail

Drain

X

Elevation=5448.1'

Elevation=5437.2'

31.3' 22.4'

20.2' 19.9'

20.2'

.2

.0

.0

.0

10.4'

Entryway

Fire Department Connection

LANDSCAPE MATERIAL KEYNOTES

PAVING

1.1 INTEGRAL COLORED CONCRETE PAVEMENT WITH SAW CUT

V-GROVE JOINTS, DAVIS COLOR #641 (SEQUOIA SAND), LIGHT

BROOM FINISH; RE CIVIL DETAILS & SPEC.

1.2 ASPHALT PAVEMENT: RE CIVIL PLANS, DETAILS AND SPEC.

1.3 2-3" ROUND RIVER ROCK, MIXED COLORS, LAID ON WEED

FABRIC - DEPTH AS NECESSARY TO FILL VOID

PLANTING

2.1 SHRUB, PERENNIAL & ORNAMENTAL GRASS PLANTING WITH

MINERAL MULCH ON WEED BARRIER FABRIC, RE. DET. 3, DWG.

L1.1 & SPEC.

SITE AMENITIES

3.1 FLAGPOLE: RELOCATED FLAGPOLE - INSTALL PER

MANUFACTURER'S STANDARDS AND WIND LOAD

REQUIREMENTS, RE. DET. 1, DWG. L1.1

3.2 BOLLARDS: 12" DIA. x 36" HIGH PRECAST CONCRETE BOLLARD, RE. DET. 3, DWG. L1.1

Flow Pan

Edge of Landscaping

Rock Retaining Wall

Steel Handrail

Drain

X

Elevation=5448.1'

Elevation=5437.2'

31.3' 22.4'

20.2' 19.9'

20.2'

.2

.0

.0

.0

10.4'

Entryway

Fire Department Connection

PLANT TYPE SIZE MATURE HEIGHT WATER REQ.

SPACING SUN ASPECT

EVERGREEN SHRUB

JH 12 JUNIPERUS HORIZONTALIS 'BLUE CHIP' #5 CONTAINER LOW

BLUE CHIP JUNIPER 6' O.C. <1'-S

DECIDUOUS SHRUBS

CCD 24 CARYOPTERIS X CLANDONENSIS 'DARK KNIGHT' #5 CONTAINER LOW

DARK KNIGHT BLUE MIST SPIREA 30" O.C. 3-4'-Su

PFJ 31 POTENTILLA FRUTICOSA 'JACKMANNII' #5 CONTAINER LOW

JACKMANN POTENTILLA 30" O.C. 2-3'-Su

PFP 5 POTENTILLA FRUTICOSA 'PINK BEAUTY' #5 CONTAINER LOW

PINK BEAUTY POTENTILLA 30" O.C. 2-3'-Su

RAG 24 RIBES ALPINUM 'GREEN MOUND' #5 CONTAINER LOW

GREEN MOUND CURRANT 30" O.C. 3-4'-Su-FSh

RAL 22 RHUS AROMATICA 'GRO-LOW' #5 CONTAINER LOW

GROW LOW SUMAC 36" O.C. 2-3'-Su

SJG 18 SPIRAEA JAPONICA 'GOLD FLAME'' #5 CONTAINER MED

GOLDFLAME SPIREA 30" O.C. 2-3'-Su-FSh

SPM 7 SYRINGA PATULA 'MISS KIM' #5 CONTAINER LOW

MISS KIM LILAC 48" O.C. 3-5'-Su

PERENNIALS

CHL 27 CHASMANTHIUM LATIFOLIUM #1 CONTAINER MED

NORTHERN SEA OATS 24" O.C. 2-3'-S

HSO 25 HEMEROCALLIS 'STELLA DE ORO' #1 CONTAINER LOW

DWARF GOLD DAYLILY 18" O.C. 2'-S

PNU 18 PAPAVER NUDICAULE #1 CONTAINER MED

ICELAND POPPY 18" O.C. 1-2'-S

SSB 25 SCHIZACHYRIUM SCOPARIUM 'BLAZE' #5 CONTAINER LOW

BLAZE LITTLE BLUESTEM GRASS 24" O.C. 3-4'-S

SPACING: PLANT SYMBOLS SYMBOLIZE RECOMMEND SPACING BASED ON MATURE GROWTH

PLANT LEGEND

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795 F 303.499.7767

PROJECT

REV

152732.00

J. OUELLETTE

02/01/2017

L1.0

VETERANS

COMMUNITY LIVING

CENTER AT RIFLE

851 EAST 5TH STREET

RIFLE, CO

81650

100%

CONSTRUCTION

DOCUMENTS

DESCRIPTION DATE

LANDSCAPE PLAN

Ouellette & Associates, Inc.

605 Ithaca Drive

Boulder, Colorado 80305

SCALE: 1" = 10'-0"

LANDSCAPE PLAN

1.1

1.1

1.1

3.1

8'-0"

8' -0

26'-2"

R5'-0"

8'-0"

'-0

CLC/L

3.2

1.2

1.2

2.1

2.1

2.1

2.1

2.2

SCALE: 1" = 10'-0"

PLANTING PLAN

7 HSO

6 RAG

4 RAL

4 CCD

6 RAG

6 RAL

13 CHL

7 JH

6 SJG

9 PFJ

4 HSO

7 PFJ

10 SSB

2 SPM

1 JH

9 HSO

14 SSB

7 CHL

7 CCD

6 RAL

6 RAG

18 PNU

6 RAG

6 RAL

5 CCD

5 HSO

7 CHL

9 PFJ

4 JH

3 SJG

E Q

E

Q

C/L

EDGE OF ASPHALT, RE.

CIVIL DWG.

5 PFP

6 PFJ

3 SPM

9 SJG

2 SPM

E Q

E

Q

EQ. EQ.

SCORE JOINT @

MIDPOINT, TYP.

ALIGN JOINTS W/

CENTERPOINT, TYP.

8' -0

8'

-0

8' -0

E Q

E

Q

6' -0

6'

-0

3'-6"

1'-3"

1' -0

1' -0

"2'-0"

NN NN

EQ

U

AL

90.00°

8' -0

8'

-0

7' -3

8'-0"

5 CCD

1.1

1.3

1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

2. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN UNDERGROUND, PRESSURIZED

AUTOMATIC IRRIGATION SYSTEM. IRRIGATION DESIGN IS TO BE PROVIDED BY LANDSCAPE

CONTRACTOR.

3. ALL LANDSCAPING AND IRRIGATION TO CONFORM TO CURRENT ASSOCIATED LANDSCAPE

CONTRACTORS OF COLORADO STANDARDS AND SPECIFICATIONS

4. EQUAL PART MIXTURE OF ROUND-UP AND 2-4-D DILUTED AS PER MANUFACTURER'S

RECOMMENDATIONS SHALL BE APPLIED TO ALL ACTIVELY GROWING WEEDS TWO WEEKS

PRIOR TO ANY PLANT BED PREPARATION, CULTIVATION AND INSTALLATION OF PLANT

MATERIAL.

5. ALL SHRUB BEDS ARE TO RECEIVE IMPORTED TOPSOIL OR IMPORTED, AMENDED TOPSOIL TO A DEPTH OF 8". PRIOR TO PLANTING SHRUB BEDS ARE ARE TO RECEIVE WEED FABRIC. MULCH

FOR PLANT BEDS IS TO BE 3 INCH OF MINERAL MULCH. (SEE NOTE 14.)

6. EXCAVATE LANDSCAPE AREAS TO BE PLANTED AND REMOVE SPOIL TO A SUFFICIENT DEPTH

TO RECEIVE TOPSOIL OR AMENDED TOPSOIL, (DEFINED AS TOPSOIL MIXED WITH COMPOST

AMENDMENT) AND TO REMOVE UNSATISFACTORY MATERIAL (INCLUDING STONES, ROAD

BASE, ASPHALT, CONCRETE AND TRASH) AND REMOVE FROM SITE. ALL LANDSCAPE AREAS

ARE TO RECEIVE 8" MINIMUM OF AMENDED TOPSOIL. SCARIFY ALL AREAS TO RECEIVE

AMENDED TOPSOIL TO A DEPTH OF 12" PRIOR TO PLACEMENT OF AMENDED TOPSOIL.

7. IMPORTED TOPSOIL IS TO BE A FRIABLE SANDY LOAM, FREE OF ROOTS, STONES LARGER

THAN 1/2 INCH, SUBSOIL, DEBRIS, WEEDS, AND FOREIGN MATTER. ACCEPTABLE

ELECTRO-CONDUCTIVITY RANGE IS TO BE BETWEEN 0 TO 4 mmhos. TOPSOIL IS TO CONTAIN

CONTAIN A MINIMUM OF 4 PERCENT AND A MAXIMUM OF 25 PERCENT ORGANIC MATTER.

8. COMPOST AMENDMENT FOR SHRUBS, GROUNDCOVERS, ORNAMENTAL GRASSES AND

PERENNIAL PLANT BEDS: CONTRACTOR IS TO ROTO-TILL TO A DEPTH OF EIGHT (8) INCHES

INTO THE IMPORTED TOPSOIL 1 3/4" INCHES OF ORGANIC COMPOST. EXCAVATE SHRUB PITS

AND BLEND SUBSOIL FROM PITS WITH COMPOST & EXISTING SOIL AND RETURN TO PIT.

CONTRACTOR IS TO APPLY TOP DRESSING OF 1/2" OF COMPOST TO PLANT BED AREA PRIOR

TO PLANTING.

9. CONTRACTOR SHALL BACKFILL EXCAVATED SHRUB BEDS WITH AMENDED TOPSOIL.

10. SOIL PROFILE ABOVE ADJACENT CURBS AND PAVEMENTS: BEDS ARE TO BE MOUNDED TO

ENSURE DRAINAGE. PLANT BEDS ARE TO FILLED TO A DEPTH OF 6" -12" ABOVE ADJACENT

EDGE OF CURB AND/OR HARD SURFACE AND SHAPED TO FORM A MOUNDED PLANTING AREA

FROM THE CENTER OF PLANT BED TO ADJACENT CURB OR HARD SURFACE. SHRUB BED IS TO

BE FINISHED WITH A 5:1 SLOPE FROM 2" MAX. BELOW ADJACENT CONCRETE TO FINISH

GRADE. SOIL IS TO BE COMPACTED TO 85% MODIFIED PROCTOR (WHEEL ROLL) TO MINIMIZE

SETTLING. SHRUB BEDS ADJACENT TO BUILDINGS ARE TO DRAIN AWAY FROM BUILDING.

11. WEED FABRIC IS TO BE 3.5 OZ. SPINBOND, PERMEABLE MATERIAL BY LANDMASTER, OR EQUAL

APPROVED. WEED FABRIC IS TO OVERLAP 6 INCHES AT SEAMS WITH NO GAPS AT EDGES.

FABRIC IS TO BE PINNED IN PLACE WITH SOD STAPLE 5' ON CENTER AND IN ALL CORNERS.

12. SHRUBS AND TREES ARE TO SPACED AS SCALED FROM THE PLANTING PLAN.

13. MINERAL MULCH FOR SHRUB BEDS SHALL BE TAN GRANITE 3/4'' TO 1-1/2'' INSTALLED TO A DEPTH OF 3". MULCH SHALL BE FREE OF TRASH, STICKS, ROOTS OR OTHER DEBRIS. MULCH IS

TO BE KEPT CLEAR OF CROWN OF INSTALLED PLANT MATERIAL TO AVOID HOLDING MOISTURE

AGAINST BASE OF PLANT.

14. CONTRACTOR IS TO GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR AFTER

FINAL ACCEPTANCE OF WORK. REFER TO SPECIFICATION SECTION 329300 FOR MAINTENANCE

RESPONSIBILITIES DURING THE ONE YEAR DEFECTS PERIOD.

GENERAL NOTES

FLAGPOLE BUTT DIAMETER: 6"

2" CAP: WATERPROOF COMPOUND &

HARDWOOD WEDGES

SPUN ALUMINUM COLLAR

6" DIAMETER TAPERED FLAGPOLE

GROUND SLEEVE ASSEMBLY: 16 GA.

GALVANIZED CORRUGATED PIPE

3000 PSI CONCRETE

FINISHED GRADE / EXISTING SOD REINSTATED

COMPACTED SUBGRADE

1'-3" 1'-3"

M O

U N

TI

N

G H

E

IG

H T

T.

B

.D

D E

P

TH

T .B

.D

2'-0"

TAMPED DRY SAND BY INSTALLER

3/16" STEEL PLATE WWELDED TO SLEEVE

3/16" STEEL SUPPORT PLATE

LIGHTING GROUND SPIKE

EXISTING FLAGPOLE: INSPECT

EXISTING FLAGPOLE FOR DAMAGE

AND CONFIRM WITH OWNER THAT

ALL MECHANICAL COMPONENTS OF

THE FLAG HALYARD SYSTEM ARE IN

GOOD WORKING ORDER PRIOR TO

RE-ERECTING FLAGPOLE

2' -6

FINISHED GRADE;

RE. CIVIL DWG.

3/4" DIA. GALVANIZED STEEL

ANCHORING ROD CAST INTO

CONCRETE EXTENDING A MIN.

OF 18" INTO CONCRETE

FOOTING - REFER TO

MANUFACTURER'S DETAIL FOR

INSTALLATION2'

-8

12" DIA. CONCRETE

FOOTER

1'-0"

PETERSEN MFG. CO., INC

1800-832-7383

WWW.PETERSENMFG.COM

PROVIDE 12" SEALED EXPANSION JOINT

AGAINST CONCRETE PAVEMENT

MORTAR LEVELING BED - SET

LEVELING BED/ TOP OF FOOTER

BELOW GRADE AS SHOWN

12" DIA. PRECAST CONCRETE

BOLLARD - TYPE AL-1 BY

PETERSON MANUFACTURING;

COLOR & FINISH: DOVE GRAY

ETCHED; SET VERTICAL AND

LEVEL

2 X ROOTBALL

REMOVE ENTIRE POT, CONTAINER,

OR WIRE BASKET AND 2 3 BURLAP.

LOOSEN SIDES OF PLANT PIT AND

ROOT BALL.

AMENDED TOPSOIL MIX, RE: SPECS

MINERAL MULCH LAYER; RE: SPECS

CONCRETE CURB, SIDEWALK OR EDGER:

HOLD GRADE 2" BELOW EDGE

SET SHRUB ROOT COLLAR 1" HIGHER

THAN SURROUNDING GRADE

NOTE: BROKEN OR CRUMBLING ROOT BALL

WILL BE REJECTED. REMOVING THE CONTAINER

OR BASKET WILL NOT BE AN EXCUSE FOR

DAMAGED ROOT BALL. SHRUB PIT SIZE WILL BE

STRICTLY ENFORCED BY LANDSCAPE ARCHITECT.

SUBGRADE SOIL LAYER; REFER TO

SPECS. AND DWG. L0.0 PLANTING

NOTES FOR CULTIVATION IN PLANT

BEDS

TILLED SUB SOIL LINE

2" 8"

M

IN

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795 F 303.499.7767

PROJECT

REV

152732.00

J. OUELLETTE

02/01/2017

L1.1

VETERANS

COMMUNITY LIVING

CENTER AT RIFLE

851 EAST 5TH STREET

RIFLE, CO

81650

100%

CONSTRUCTION

DOCUMENTS

DESCRIPTION DATE

LANDSCAPE PLAN

Ouellette & Associates, Inc.

605 Ithaca Drive

Boulder, Colorado 80305

SCALE: 3/4" = 1'-0"1

FLAGPOLE INSTALLATION

SCALE: 1 1/2" = 1'-0"2

PRECAST BOLLARD

SCALE: 1 1/2" = 1'-0"

SHRUB, PERENNIAL & ORNAMENTAL GRASS PLANTING

NO SCALE

GENERAL NOTES

(E) RETAINING WALL TO REMAIN

(E) COLUMN

(E) RAILING TO REMAIN

(E) D.S.

2A

1A

9A

START CURB AND GUTTER

DEMO, SEE CIVIL FOR EXACT

LOCATION

ADD ALTERNATE NO. 2: REMOVE AUTOMATIC SLIDER

DOORS.

1A

KEYNOTE SYMBOLS

ADD ALTERNATE NO. 2 : REMOVE EXISTING HOLLOW

METAL DOORS, FRAME AND SIDELIGHTS. REMOVE ALL

WALL FRAMING UP TO THE BRICK LEDGE ABOVE DOOR

AND BRICK AT JAMBS.

2A

3 REMOVE EXISTING PAVERS

4 REMOVE EXISTING DOWNSPOUT AND GUTTER.

REMOVE EXISTING FLAGPOLE AND FOUNDATION;

SALVAGE FOR REUSE. SEE LANDSCAPE.

EXISTING CONCRETE SIDEWALK TO BE REMOVED, SEE

CIVIL

9A

REMOVE EXISTING ASPHALT PAVING AND CONCRETE CURB

AND GUTTER WHERE INDICATED, SEE NEW CIVIL

DRAWINGS FOR EXTENT.

REMOVE EXISTING METAL PIPE RAILING.

ADD ALTERNATE NO. 4: REMOVE EXISTING POLE LIGHT

AND BASE. SALVAGE POLE FOR REUSE. SEE ELECTRICAL

REMOVE EXISTING PLAQUE, SALVAGE FOR

REINSTALLATION IN ADJACENT LOCATION

REMOVE EXISTING ACESSIBLE SIGNAGE POLES AND

CONCRETE BASE.

PROJECT NUMBER

DRAWN BY

DATE

REVISIONS

SHEET TITLE

SHEET NUMBER

Boulder Associates, Inc.

www.boulderassociates.com

Architecture + Interior Design

1426 Pearl Street, Suite 300

Boulder , Colorado 80302

303.499.7795

PROJECT

REV

T T

L B v .2

T H

IS

L

IN

E

I S

I N

C H

L O

N G

W H

E N

P R

IN

T

E D

T O

F U

L L S

C A

L E

ADDRESS

/2

/2

:3

:0

A

M C

R e v it L o c a l F ile s \1

.0

S

V N

H a t R if le

R e m o d e l

A d d it io n

A C e n tr a l_ m b la s e r.

rv t

152732.00

BMW

February 1, 2017

DEMO SITE PLAN

D1.1

SVCLC AT RIFLE

RESIDENT

SAFETY &

ACCESSIBILITY

IMPROVEMENTS

851 E. 5th STREET

RIFLE, CO 81650

100%

CONSTRUCTION

DOCUMENTS

1/8" = 1'-0"D1.1

1 PORTE COCHERE - DEMO SITE PLAN

DESCRIPTION DATE